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Zeitvariantes Trag- und Schädigungsverhalten von mehrfach wiederholt beanspruchtem polymermodifizierten Beton (PCC), Teil 2: Modellbildung zum Tragverhalten von Beton

Author(s):
Medium: journal article
Language(s): de 
Published in: Beton- und Stahlbetonbau, , n. 12, v. 104
Page(s): 823-834
DOI: 10.1002/best.200900036
Abstract:

Time-Variant Behaviour of Polymer Modified Concrete (PCC) under Repeated Stress with Consideration of Damage Part 2: Modelling the Behaviour of Concrete

Based on experimental results which are described in Part 1 and the theory of visco-elastic-plastic continuum damage, rheological models are used to calculate the time- and damage-dependent behaviour of concrete. The numerical concept is based on the Hamilton-principle. The efficiency of the models was proven by numerical simulation of concrete or reinforced concrete cross sections. In addition, selected practical-relevant questions about time- and load-dependent behaviour of concrete are numerically investigated.

Available from: Refer to publisher

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  • About this
    data sheet
  • Reference-ID
    10062274
  • Date created
    19/11/2010
  • Last Update
    13/08/2014